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Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (octobre 2008). Comparison of the seismic response of steel buildings incorporating self-centering energy dissipative braces [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Choi, H., Erochko, J., Christopoulos, C., & Tremblay, R. (2008). Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy-Dissipative Braces, Buckling Restrained Braces and Moment-Resisting Frames. (Rapport technique n° 2008-05). Non disponible
Christopoulos, C., Tremblay, R., Erochko, J., & Choi, H. Response of 2-D and 3-D buildings incorporating buckling-restrained and self-centering bracing systems [Communication écrite]. CSCE 2008 Annual Conference, Québec. Non disponible
Christopoulos, C., Tremblay, R., Kim, H. J., & Lacerte, M. (2008). Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation. Journal of Structural Engineering-Asce, 134(1), 96-107. Lien externe
De Oliveira, J.-C., Christopoulos, C., Packer, J. A., Tremblay, R., & Gray, M. G. (octobre 2008). Full-scale experimental validation of standardized seismic-resistant cast steel brace connectors [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Mansour, N., Shen, Y., Christopoulos, C., & Tremblay, R. (octobre 2008). Cyclic experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames [Communication écrite]. 14th World Conference on Earthquake Engineering (WCEE), Beijing, China. Lien externe
Tremblay, R., Lacerte, M., & Christopoulos, C. (2008). Seismic Response of Multistory Buildings With Self-Centering Energy Dissipative Steel Braces. Journal of Structural Engineering-Asce, 134(1), 108-120. Lien externe
Tremblay, R., Packer, J. A., Christopoulos, C., & De Oliveira, J.-C. (2008). Quasi-static cyclic testing of individual full-scale circular steel tubular braces equipped with cast connex high-strength connectors. (Rapport technique n° SR08-05). Non disponible
